Work Of Widening And Strengthening The Public Road Connecting Jhansi Gwalior Road To Karari-01 Scheme For The Ews Houses .
Tender Value
1 Crore
Estimated cost
Bid Submission
22 Feb 2020
0 days left
EMD
5.01 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Under Pradhan Mantri Awas Yojana (Urban), the work → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Work Of Widening And Strengthening The Public Road Connecting Jhansi Gwalior Road To Karari-01 Scheme For The Ews Houses .
BOQ
| Name of Work: Under Pradhan Mantri Awas Yojana (Urban), the work of widening and strengthening the public road connecting Jhansi Gwalior Road to Karari-01 scheme for the EWS Houses. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Name of Work : Under Pradhan Mantri Awas Yojana (Urban), the work of widening and strengthening the public road connecting Jhansi Gwalior Road to Karari-01 scheme for the EWS Houses.\nNote :-(1)- 1% Labour cess, 12% GST Excluded on the aforesaid work. | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Earth work in cutting or in filling in ordinary Soil, excavation to be in the form of regular pits not exceeding ½ mtr. (20”) in depth and earthwork in embankment to be in 20 cm (8”) layers, including ramming & dressing the surface to required levels and slops and also including 1.50m (5fts) lift and 30m (100fts) distance as directed by Engineer-in-charge (Rates excluding royality) S.O.R. No. 252 | BI01010001010000000000000515BI0100001113 | 1000 | cum |
| 3 | 2.01 | Earth work in cutting or in filling in ordinary soil, excavation to be in the form of regular pits not exceeding ½ mts. (20”) in depth and earthwork in embankment to be in 20 cm (8”) layers, including ramming & dressing the surface to required levels and slops and also including 1.50m (5fts) lift and 30 m (100fts) lead. The earth from cutting to be used in making filling or to be deposited as spoils banks within 30 meters (100 fts) distance as directed by Engineer-in-charge for soil 8 km. | BI01010001010000000000000515BI0100001114 | 2066 | cum |
| 4 | 3.01 | Construction of granular sub-base by providing course graded material spreading in uniform layers with mortar grader on prepared surface mixing by mix in place method with rotovator at omc and compacting with vibratory roler to achive the desire density complete as per clause 401. (excluding GST) | BI01010001010000000000000515BI0100001115 | 1300 | cum |
| 5 | 4.01 | Providing and laying spreading and compaction graded stone aggregate wet mix macadam specification i/c premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver finisher in Sub-base / base course on well prepared surface and compaction with vibatory rollers to achive the desire density. | BI01010001010000000000000515BI0100001116 | 680 | cum |
| 6 | 5.01 | Providing and applying Primer Coat with bitumen emulsion (SS-1) on prepared surface of granular base i/c cleaning of road surface any spraying primer @ 0.70 kt/sqm using mechanical means. As per M.O.R.T & H Specification clause 5.1 Si No. 502 | BI01010001010000000000000515BI0100001117 | 6000 | sqm |
| 7 | 6.01 | Providing and applying Tack Coat with bitumen VG-20 using Bitumen pressure distributor @ 0.35 kg/sqm on the prepared granular surface cleaned with mechincal broom. | BI01010001010000000000000515BI0100001118 | 6000 | sqm |
| 8 | 7.01 | Providing and applying Tack Coat with bitumen VG-20 using Bitumen pressure distributor @ 0.30 kg/sqm on the prepared granular surface cleaned with mechinal broom. | BI01010001010000000000000515BI0100001119 | 6000 | sqm |
| 9 | 8.01 | Providing and laying Dense Graded Bitumenour Macadam grade-1 (D.B.M. with 60-90 TPH) batch type hot mix plant conducing and average output of 7 tonns per hour using aggregate of specified grading premix with bitumeneous under VG-30 @ 4% by weight of total mix and filler, trnaporting the hot mix to work site, laying with a hydrostatic pave finisher with sensor control to the required grade, level and alignment, roling with smooth wheeled, vibratory and tandem rollers to achive the desired compaction, As per M.O.R.T. & H. Specifications clause 507, complete in all respects. | BI01010001010000000000000515BI0100001120 | 450 | cum |
| 10 | 9.01 | P.L Bitumenour concrete with 100.120 TPH batch type HMP producing and average output of 75 tonners per hour using crushed aggregate of wpacified grading premixed with bitumenour binder 5.40 percent by weight of total mix bituminous binder 5.40 percent by weight of total mix and filler transporting the hot mix to work site laying with hydrostratitics paver finisher with sencer control to the required grade level and alignment rolling with smooth wheeled vibratory and tendem rollers to achive the desired compactiong as per MORTH specification clause No. 508 Si No. 509 complete in all respects. | BI01010001010000000000000515BI0100001121 | 180 | cum |
| 11 | 10.01 | Cement concrete with 2 cm (0.75”) gauge approved stone ballast, approved coarse and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. As per new Item Pg No. 39 | BI01010001010000000000000515BI0100001122 | 14 | cum |
| 12 | 11.01 | Providing and laying of 80 mm interlocking concrete block pavement laid in stone dust base and fill joint with fine sand. Joint filled after labling and dressing base including supply of all materials, labour, T&P etc, required for proper As per SOR No. 708 | BI01010001010000000000000515BI0100001123 | 1700 | sqm |
AI Tender Summary
Tender Timeline
Jan 28, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 22, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 22, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender